CN211285664U - I-shaped steel counterforce device for underground diaphragm wall - Google Patents
I-shaped steel counterforce device for underground diaphragm wall Download PDFInfo
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- CN211285664U CN211285664U CN201921045174.4U CN201921045174U CN211285664U CN 211285664 U CN211285664 U CN 211285664U CN 201921045174 U CN201921045174 U CN 201921045174U CN 211285664 U CN211285664 U CN 211285664U
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Abstract
Description
技术领域technical field
本实用新型涉及建筑施工辅助装置技术领域,具体涉及地下连续墙工字钢反力装置。The utility model relates to the technical field of building construction auxiliary devices, in particular to an I-beam reaction force device for an underground continuous wall.
背景技术Background technique
地下连续墙是基础工程在地面上采用一种挖槽机械,开挖出一条狭长的深槽,清槽后,在槽内吊放钢筋笼,然后用导管法灌筑水下混凝土筑成一个单元槽段,如此逐段进行,在地下筑成一道连续的钢筋混凝土墙壁,作为截水、防渗、承重、挡水结构。The underground diaphragm wall is a kind of grooving machine on the ground for the foundation project. A narrow and long deep groove is excavated. After the groove is cleared, the steel cage is hung in the groove, and then the underwater concrete is poured by the pipe method to form a unit groove. In this way, a continuous reinforced concrete wall is built underground as a water interception, anti-seepage, load-bearing and water-retaining structure.
现有技术中地下连续墙在施工过程中采用工字钢进行隔断,进行分段施工,工字钢一侧用圆钢管进行支撑,但是工字钢与圆钢管始终之间存在间隙,在浇筑混凝土过程中,混凝土容易从工字钢底部溢出,渗入工字钢与圆钢管之间的间隙中,从而影响施工质量。In the prior art, the underground diaphragm wall adopts I-beams for partition during the construction process, and performs segmented construction. One side of the I-beam is supported by a round steel pipe, but there is always a gap between the I-beam and the round steel pipe, and the concrete is poured. During the process, the concrete easily overflowed from the bottom of the I-beam and penetrated into the gap between the I-beam and the round steel pipe, thus affecting the construction quality.
实用新型内容Utility model content
为了解决现有技术中存在的问题,本实用新型提供了结构合理的地下连续墙工字钢反力装置。In order to solve the problems existing in the prior art, the utility model provides an I-beam reaction force device for an underground continuous wall with a reasonable structure.
本实用新型的技术方案如下:The technical scheme of the present utility model is as follows:
地下连续墙工字钢反力装置,其特征在于,包括接头箱,所述接头箱包括一组接头箱标准段及一个接头箱最底段,所述接头箱标准段包括标准段本体、设置在标准段本体顶端的第一雄接头及设置在标准段本体末端的第一雌接头,所述第一雄接头采用插接凸起,所述第一雄接头外壁上设有两侧贯穿的第一连接孔,所述第一雌接头采用承接凹槽,所述第一雌接头外壁上设有两侧贯穿的第二连接孔,所述接头箱标准段相邻两段之间通过第一雄接头与第一雌接头的插接配合,使第一连接孔与第二连接孔位置对应,并通过销轴穿插固定连接;The I-beam reaction force device for an underground continuous wall is characterized in that it includes a joint box, the joint box includes a set of joint box standard sections and a bottommost section of the joint box, and the joint box standard section includes a standard section body, which is arranged on the The first male connector at the top of the standard section body and the first female connector arranged at the end of the standard section body, the first male connector adopts a plug-in protrusion, and the outer wall of the first male connector is provided with a first male connector running through both sides. The connecting hole, the first female joint adopts a receiving groove, the outer wall of the first female joint is provided with a second connecting hole penetrating on both sides, and the first male joint and the second connecting hole are connected between the two adjacent sections of the standard section of the joint box through the first male joint. A female connector is inserted and matched, so that the first connection hole and the second connection hole correspond in position, and are inserted and fixedly connected through a pin shaft;
所述接头箱最底段包括最底段本体、设置在最底段本体顶端的第二雄接头及设置在最底段本体末端的破土头,所述第二雄接头采用插接凸起,所述第二雄接头外壁上设有两侧贯穿的第三连接孔,所述接头箱最底段通过第二雄接头与接头箱标准段的第一雌接头插接配合,使第三连接孔与第二连接孔位置对应,通过销轴穿插固定连接。The bottommost section of the joint box includes a bottommost section body, a second male joint disposed at the top of the bottommost section body, and a soil breaking head disposed at the end of the bottommost section body. The second male joint adopts a plug-in protrusion, so The outer wall of the second male joint is provided with a third connection hole penetrating on both sides, and the bottommost section of the joint box is inserted and matched with the first female joint of the standard section of the joint box through the second male joint, so that the third connection hole is connected with the first female joint of the standard section of the joint box. The positions of the second connecting holes correspond to each other, and are fixedly connected through the insertion of the pin shaft.
所述的地下连续墙工字钢反力装置,其特征在于,所述标准段本体顶端的第一雄接头上设有第一吊耳,所述第一吊耳上设有第一吊装孔;所述最底段本体顶端的第二雄接头上设有第二吊耳,所述第二吊耳上设有第二吊装孔。The I-beam reaction force device for the underground continuous wall is characterized in that a first lifting lug is provided on the first male joint at the top of the standard section body, and a first lifting hole is provided on the first lifting lug; A second lifting lug is provided on the second male joint at the top of the body of the bottommost section, and a second lifting hole is provided on the second lifting lug.
所述的地下连续墙工字钢反力装置,其特征在于,所述标准段本体上在靠近第一连接孔及第二连接孔的位置处分别设有用于顶拔扁担穿插的第一通孔,所述最底段本体上在靠近第三连接孔位置设有用于顶拔扁担穿插的第二通孔。The I-beam reaction force device for the underground diaphragm wall is characterized in that, the standard section body is provided with a first through hole for inserting a jacking pole at a position close to the first connecting hole and the second connecting hole, respectively. , a second through hole for the insertion of the pulling pole is arranged on the body of the bottommost section at a position close to the third connecting hole.
所述的地下连续墙工字钢反力装置,其特征在于,所述销轴包括销轴本体及设置在销轴本体一端的销轴帽,设置在销轴本体另一端的可拆卸的销轴盖板。The I-beam reaction force device for the underground diaphragm wall is characterized in that the pin shaft comprises a pin shaft body and a pin shaft cap arranged at one end of the pin shaft body, and a detachable pin shaft arranged at the other end of the pin shaft body cover plate.
所述的地下连续墙工字钢反力装置,其特征在于,所述顶拔扁担包括扁担本体及设置在扁担本体两端的圆钢手柄。The I-beam reaction force device for the underground diaphragm wall is characterized in that the jacking pole includes a pole body and round steel handles arranged at both ends of the pole body.
所述的地下连续墙工字钢反力装置,其特征在于,所述接头箱一侧设有限位板,所述限位板两端分别向外延伸出接头箱。The I-beam reaction force device of the underground continuous wall is characterized in that a limit plate is arranged on one side of the joint box, and the two ends of the limit plate respectively extend out of the joint box.
本实用新型的有益效果是:The beneficial effects of the present utility model are:
1)通过设置接头箱来作为工字钢的反力支撑,接头箱与工字钢之间无明显间隙,解决了工字钢底部渗漏混凝土的问题。1) By setting the joint box as the reaction support of the I-beam, there is no obvious gap between the joint box and the I-beam, which solves the problem of concrete leakage at the bottom of the I-beam.
2)接头箱采用分段式结构包括接头箱标准段及接头箱最底段,能够对不同深度的连续墙进行施工,提高了应用的广泛性。2) The joint box adopts a segmented structure, including the standard section of the joint box and the bottom section of the joint box, which can construct continuous walls of different depths and improve the extensiveness of application.
附图说明Description of drawings
图1为本实用新型的接头箱标准段结构示意图;Fig. 1 is the structural schematic diagram of the standard section of the splice box of the present invention;
图2为本实用新型的接头箱最底段结构示意图;Fig. 2 is the structural schematic diagram of the bottommost section of the splice box of the present invention;
图3为本实用新型的接头箱截面结构示意图;Figure 3 is a schematic diagram of the cross-sectional structure of the splice box of the present invention;
图4为本实用新型的销轴结构示意图;Fig. 4 is the pin shaft structure schematic diagram of the present utility model;
图5为本实用新型的顶拔扁担结构示意图;Fig. 5 is the structural representation of the jacking pole of the present utility model;
图6为本实用新型的接头箱安装示意图;Fig. 6 is the installation schematic diagram of the splice box of the present invention;
图中:1-接头箱标准段,101-标准段本体,102-第一雄接头,103-第一雌接头,104-第一吊耳,105-第一吊装孔,106-第一连接孔,107-第二连接孔,108-第一通孔,2-接头箱最底段,201-最底段本体,202-第二雄接头,203-破土头,204-第二吊耳,205-第三连接孔,206-第二吊装孔,207-第二通孔,3-销轴,301-销轴本体,302-销轴帽,303-销轴盖板,4-顶拔扁担,401-扁担本体,402-圆钢手柄,5-限位板,6-预埋钢筋,7-钢丝绳,8-回填支撑,9-工字钢,10-接头箱。In the figure: 1-Standard section of joint box, 101-Standard section body, 102-First male connector, 103-First female connector, 104-First lifting lug, 105-First lifting hole, 106-First connecting hole , 107-second connection hole, 108-first through hole, 2-bottommost section of joint box, 201-bottommost section body, 202-second male connector, 203-earth-breaking head, 204-second lifting lug, 205 -Third connection hole, 206-Second lifting hole, 207-Second through hole, 3-Pin shaft, 301-Pin shaft body, 302-Pin shaft cap, 303-Pin shaft cover plate, 4-Top pull out pole, 401- pole body, 402- round steel handle, 5- limit plate, 6- embedded steel bar, 7- steel wire rope, 8- backfill support, 9- I-beam, 10- joint box.
具体实施方式Detailed ways
以下结合说明书附图,对本实用新型作进一步描述。The present invention will be further described below in conjunction with the accompanying drawings.
如图1-6所示,地下连续墙工字钢反力装置,包括接头箱10,接头箱10包括一组接头箱标准段1及一个接头箱最底段2;As shown in Figures 1-6, the I-beam reaction force device of the underground diaphragm wall includes a
接头箱标准段1包括标准段本体101、设置在标准段本体101顶端的第一雄接头102及设置在标准段本体101末端的第一雌接头103,第一雄接头102采用插接凸起,第一雄接头102外壁上设有两侧贯穿的第一连接孔106,第一雌接头103采用承接凹槽,第一雌接头103外壁上设有两侧贯穿的第二连接孔107,接头箱标准段1相邻两段之间通过第一雄接头102与第一雌接头103的插接配合,使第一连接孔106与第二连接孔107位置对应,并通过销轴3穿插固定连接;标准段本体101顶端的第一雄接头102上设有第一吊耳104,所述第一吊耳104上设有第一吊装孔105;标准段本体101上在靠近第一连接孔106及第二连接孔107的位置处分别设有用于顶拔扁担4穿插的第一通孔108。The
接头箱最底段2包括最底段本体201、设置在最底段本体201顶端的第二雄接头202及设置在最底段本体201末端的破土头203,第二雄接头202采用插接凸起,第二雄接头202外壁上设有两侧贯穿的第三连接孔205,接头箱最底段2通过第二雄接头202与接头箱标准段1的第一雌接头103插接配合,使第三连接孔205与第二连接孔107位置对应,通过销轴3穿插固定;最底段本体201顶端的第二雄接头202上设有第二吊耳204,第二吊耳204上设有第二吊装孔206;最底段本体201上在靠近第三连接孔205位置设有用于顶拔扁担4穿插的第二通孔207。The
销轴3包括销轴本体301及设置在销轴本体301一端的销轴帽302,设置在销轴本体301另一端的可拆卸的销轴盖板303,销轴3一端插入连接孔,穿出后用销轴盖板303盖上,并用螺栓固定。The
顶拔扁担4包括扁担本体401及设置在扁担本体401两端的圆钢手柄402,顶拔扁担4用于接头箱加长时进行临时支撑。The jacking
接头箱10一侧设有限位板5,限位板5两端分别向外延伸出接头箱10,便于接头箱10与工字钢安装到位。A
施工过程:construction process:
在地面上采用挖槽机械,开挖出一条狭长的深槽,通过吊装设备将工字钢(工字钢与钢筋笼是一体结构)放入深槽内,同时在工字钢一侧位置通过吊装设备安装接头箱10,首先吊装接头箱最底段2,将接头箱最底段1放置在深槽内,并用顶拔扁担4插入第二通孔207中,顶拔扁担4两端分别设置在深槽顶部两侧的顶拔垫块(用于支撑顶拔扁担4两端部的垫块)上,然后吊装接头箱标准段1,将接头箱标准段1的第一雌接头103与接头箱最底段的第二雄接头202对接,使第三连接孔205与第二连接孔107位置对应,通过销轴3穿插固定,从而接头箱标准段1与接头箱最底段2连接完成;随后吊装设备将接头箱标准段1与接头箱最底段2同时吊起,并拨出顶拔扁担4,继续下放,待接头箱标准段1下放到深槽内时,用顶拔扁担插入第一通孔108中,然后吊装接头箱标准段1,将接头箱标准段1的第一雄接头102与接头箱标准段1的第一雌接头103对接,按照上述步骤至到接头箱标准段1露出深槽不能继续下放为止,接头箱10拼装完成;用钢丝绳7将接头箱10绑在深槽两侧的预埋钢筋6上,对接头箱10进行初步固定,最后在深槽内且位于接头箱10的一侧设置回填支撑8,对接头箱10进行进一步支撑。接下来就是向深槽内浇筑混凝土,待混凝土凝固后,拔出接头箱10,在放置工字钢9进行后一单元施工(与前面施工过程一致),直到连接墙施工完成。On the ground, a grooving machine is used to excavate a long and narrow deep groove, and the I-beam (the I-beam and the reinforcement cage are an integral structure) is put into the deep groove through the hoisting equipment. To install the
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN112281879A (en) * | 2020-10-30 | 2021-01-29 | 中煤科工集团西安研究院有限公司 | Anti-seepage film connecting device for water-intercepting curtain and water-intercepting curtain construction method |
CN114263168A (en) * | 2022-01-10 | 2022-04-01 | 北京市政建设集团有限责任公司 | Construction method of rock-socketed diaphragm wall of stratum water-stopping enclosure structure |
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2019
- 2019-07-05 CN CN201921045174.4U patent/CN211285664U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112281879A (en) * | 2020-10-30 | 2021-01-29 | 中煤科工集团西安研究院有限公司 | Anti-seepage film connecting device for water-intercepting curtain and water-intercepting curtain construction method |
CN112281879B (en) * | 2020-10-30 | 2022-04-15 | 中煤科工集团西安研究院有限公司 | Anti-seepage film connecting device for water-intercepting curtain and water-intercepting curtain construction method |
CN114263168A (en) * | 2022-01-10 | 2022-04-01 | 北京市政建设集团有限责任公司 | Construction method of rock-socketed diaphragm wall of stratum water-stopping enclosure structure |
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